NCC216964_Site Plan or Location Map_20220105

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GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL
(CLDSM) AND THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS
MANUAL.
2. ALL PUBLIC STREETS WITHIN THE DEVELOPMENT WILL BE CONSTRUCTED TO THE CITY OF CHARLOTTE STANDARDS IN ORDER TO BE
DEDICATED PUBLIC RIGHT OF WAYS.
3. ALL CURBS SHALL HAVE A 5'-0" RADIUS AT THE FACE OF CURB UNLESS OTHERWISE NOTED. ALL R/W SHALL HAVE A 20' RADIUS
UNLESS OTHERWISE NOTED.
4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM #50.05A OR #50.05B. SIGNS SHOULD BE LOCATED PER CLDSM #50.06.
5. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION.
6. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. FURTHER REQUIREMENTS MAY BE MADE BY THE CITY OF CHARLOTTE
DEPARTMENT OF TRANSPORTATION (COOT).
7. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF THE CITY OF CHARLOTTE
SUBDIVISION ORDINANCE, SECTION 7.200.8.
8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I. AT 28 DAYS AND SHALL COMPLY WITH SECTION
1000 OF THE NCDOT STANDARD SPECIFICATIONS. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND
SHALL BE FOUR (4) INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE, EXCEPT WHERE A SIDEWALK CROSSES A
DRIVEWAY IT SHALL BE SIX (6) INCHES THICK.
9. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M.
SPECIFICATIONS C-309, TYPE 1, APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF PLACEMENT OF CONCRETE.
10. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER CONSTRUCTION TO
PREVENT EROSION.
11. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL, OR
OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE
MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
12. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS
LAID.
13. ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER
TEST.
14. ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE CITY.
15. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS. THE CONTRACTOR SHALL
PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN
ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.).
16. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER
TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE
CURING COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE (5) FEET AND EXPANSION JOINTS
AT INTERVALS NOT MORE THAN 45 FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1/4" PER FOOT.
17. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY. THE
SIDEWALK SHALL BE NO LESS THAN SIX (6) INCHES OR MORE THAN 18 INCHES ABOVE THE ROADWAY CROWN, EXCEPT THAT THE
CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB.
18. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS.
19. UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY LINES WHICH ARE NOT
LESS THAN 75 DEGREES AND, TO THE EXTENT POSSIBLE, PATHS CLEARED FOR SUCH UTILITY LINES SHALL BE REPLANTED WITH
PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT LIST.
20. NO BUILDINGS, PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS.
21. THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION
EXISTS. THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF
THIS SECTION.
22. UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER. DETERMINATION SHALL BE MADE IN THE FIELD.
DRAINS TO BE INSTALLED PER CMLD STD #30.05.
23. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
24. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO
SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY
SUBDIVISION ORDINANCE.
25. CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM
DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
26. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES
AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
27. HIGH -DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST
BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
28. ALL ROAD IMPROVEMENTS ON EXECUTIVE CIRCLE AND REGAL OAKS DRIVE ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE
ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
29. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
30. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM
DRAINAGE DETENTION.
31. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE
INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT KRYSTAL BRIGHT CDOT AT 704-336-3888 OR
KRYSTAL.BRIGH T®CH ARLOTTENC. GOV.
32. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED BY CDOT AND
WILL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESE APPROVALS
ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
CONTACT ERIC WEIDEMANN AT [phone] OR [e-mail] AT LEAST 5 BUSINESS DAYS PRIOR TO
BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT CASEY MASHBURN AT [phone] OR
CASEY.MASHBURNOCHARLOTTENC.GOV AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL BE
MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
33. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY
CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER
SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER
34. DEVELOPER TO CONTACT CDOT (ANTHONY MENDEZ: 704-962-7173) OR ANTHONY.MENDEZOCHARLOTTENC.GOV) DURING SITE PLAN
PREPARATION TO DISCUSS STREET LIGHTING REQUIREMENTS, IF ANY, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND
CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
35. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY
RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, CDOT ROW UTILITY COORDINATOR
AT 704-336-4248 OR RTRUITT®CHARLOTTENC.GOV.
36. A JOINT USE MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM
SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.
BONNYBROOKLANE
50' PUBLIC R/W
_SPEED LIMIT: 25 MPH
MAINTAINED BY CDOT
JOHN B R/L/T CRIDER
D.B. 26976, PG. 948
PIN: 103-274-01
LOT 1, BLOCK 4
FOUR SEASONS
M.B. 15, PG. 233
ZONE: R-3
USE: SINGLE FAMILY RESIDEN
FOREST HILLS APARTMENTS LP
D.B. 19393, PG. 779
PIN: 103-261-08
ZONE- R-17MF
USE: MULTI FAMILY
East
Side
Flats
6601 Executive Circle, Charlotte, NC 28212
PID: 103-261-06
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SUt3LIC R,W
PEED "
\ MAINTAINED LIMIT.- 35 MPH
AINED By CDOT
55 REGAL HOLDINGS LLC
D.B. 28928, PG. 854
PIN: 103-261-04
ZONE: R-17MF
USE: MULTI FAMILY
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CONTACT INFORMATION
CONTACT:
ELMINGTON CAPITAL GROUP
CONTACT: JOSEPH HOROWITZ
ADDRESS: 118 16TH AVE SOUTH, SUITE 200
NASHVILLE, TN 37203
PHONE: [phone] FAX:[phone]
CIVIL ENGINEER & LANDSCAPE ARCHITECT:
URBAN DESIGN PARTNERS PLLC
CONTACT: BRIAN D. SMITH, PE
ADDRESS: 1213 W MOREHEAD STREET, SUITE 450
CHARLOTTE, NC 28208
PHONE: [phone] FAX:[phone]
ARCHITECT:
HUMPHREYS & PARTNERS ARCHITECTS, L.P.
CONTACT: GRACE JONES, AIA
ADDRESS: 5339 ALPHA ROAD, SUITE 300
DALLAS, TX 72540
PHONE: [phone] FAX:[phone]
Sheet Index
Sheet Number
Sheet Title
C-1.0
Cover Sheet
C-1.1
Submittal Table
C-2.0
Existing Conditions
C-3.0
Site Plan
C-3.1
Accessibility Plan
C-3.2
Paving Plan
C-3.3
Open Space Plan
C-4.0
Grading Plan
C-4.1
Public Road Profile
C-5.0
Storm Drainage Plan
C-5.1
SCM 1 Plan & Details
C-5.2
SCM 2 Plan & Details
C-5.3
Storm Drainage Area Plan
C-5.4
BMP Drainage Area Plan
C-6.0
Water Distribution Plan
C-6.1
Overall Sanitary Sewer Plan
C-7.0
Erosion Control - Phase 1
C-7.1
Erosion Control - Phase 2
C-7.2
Erosion Control - Phase 3
C-8.0
Site Specifications & Details
C-8.1
Site Specifications & Details
C-8.2
Site Specifications & Details
C-8.3
Site Specifications & Details
C-8.4
Site Specifications & Details
C-8.5
Site Specifications & Details
C-8.6
Site Specifications & Details
C-8.7
UG 1 - Site Specifications & Details
C-8.8
UG 2 - Site Specifications & Details
C-8.9
Erosion Control Details
C-8.10
Erosion Control Details
C-9.0
Intersection Sight Distance
C-9.1
Intersection Sight Distance
C-9.2
Turning Movement
C-9.3
Turning Movement
C-9.4
Turning Movement
C-9.5
Turning Movement
LS-1.0
Landscape Plan
LS-2.0
Landscape Details
PROJECT SCHEDULE:
URBAN
DESIGN
PARTNERS
1213 w morehead st ste 450
charlotte, nc 28208
P 704.334.3303
urbandesignpartners.com
nc firm no: P-0418 sc coa no: C-03044
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PROJECT COMMENCEMENT: NOVEMBER 2021 '
PROJECT COMPLETION: AUGUST 2022
'� Project No: 20-CLT-142
Date: 07.14.2021
AM
Designed By: UDP
Checked By: UDP
Sheet No:
GRAPHIC SCALE
60 0 30 60 120
C-1
0
1 INCH = 60 FEET ■